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(a) Rut
(
Figure 4
(
tting in Aspha
Figure 1
a) Vertical StFig
4: Effect of bastrain at botto
a) Vertical St
Figu
alt surface
1: Typical Pav
rain in HMA gure 3: Effect
ase material tom of HMA l
rain in HMA
ure 6: Effect o
(b) Cra
vement Distre
layer of Base Mate
to horizontal layer
layer
of HMA thick
acking in Asphsurface
esses
erial to vertica
Figurcom
kness to vertic
halt Fig
(b) Rut Dal strain and r
e 5: Effect of mpressive str
(b) Rut Dcal strain and
gure 2: PavemFE
Depth of HMArut depth
f base materiarain at top of s
Depth of HMArut depth
Paper ID 4
ment Model inA
A
al to vertical subgrade
A
42
8
n
Figure 7:
Figure 9comp
Figure 10
Figure 1horizonta
: Effect of HMstrain at botto
9: Effect of Hpressive strain
.b: Effect of Hrut depth
12: Effect of Hal Stress at bo
MA thickness om of HMA l
HMA thicknesn at the top of
HMA’s elasticof HMA laye
HMA’s elasticottom of CBM
to horizontallayer
ss to vertical f subgrade
c modulus to er
c modulus to M3 Base layer
l Figure 8Str
Figure 1
) Figure horiz
r Figure
vertical c
8: Effect of HMress at bottom
10.a: Effect ofvertical stra
11: Effect of zontal strain a
13: Effect of compressive s
MA thicknessm of CBM3 B
f HMA’s elastain in HMA la
HMA’s elastiat bottom in H
HMA’s elastistrain at the to
Paper ID 4
s to horizontaase layer
tic modulus toayer
ic modulus toHMA layer
ic modulus toop of subgrad
42
9
al
o
o
o de
Figure 1
Figure horiz
Figure vertical c
Figure 1
14.a: Effect ofvertical strai
15: Effect of ontal strain at
17: Effect of ompressive st
18.b: Effect ofdepth of
f CBM3 basein in HMA la
CBM3 base tt bottom in H
CBM3 base ttrain at the to
f subgrade mof HMA layer
thickness to ayer
thickness to HMA layer
thickness to op of subgrade
odulus to rut
Figure 14
Figurehorizont
eFigur
Figuhoriz
4.b: Effect of depth o
e 16: Effect oftal Stress at b
re 18.a: Effectvertical stra
ure 19: Effect zontal strain a
CBM3 base tof HMA layer
f CBM3 base ottom of CBM
t of subgrade ain in HMA la
of subgrade mat bottom in H
Paper ID 4
1
thickness to rr
thickness to M3 Base laye
modulus to ayer
modulus to HMA layer
42
10
rut
er
Figurhorizonta
Vehicl
RT
Straddle
Top & Sand Reac
Yard HuTruck
re 20: Effect oal Stress at bo
le Type
TG
e Carrier
Side Pick ch Stacker
ustler or Trailer
Load
SingWhe
La
HMA Su
CBM3 b(Granula
Subgrade
of subgrade mottom of CBM
Table 1 – W
type Load
gle eel
Table 3
yer T
urface
ase ar base)
e
modulus to M3 Base layer
Wheel Configu
Table 2 – Lo
ding [kN] (PrMPa)
100 (0.64)
3 – Layer Thic
Thickness, [mm] 100 200 300 200 400 600
1200
r Figure 2
comp
uration of veh
Wheel
oading Param
ressure, (C
)
ckness and M
E, [MPa]
9,6463,445
14,900(344.5)
10 30 80
1: Effect of supressive strai
hicle in Port a
Pattern
meter
Contact AreContact Rad
156,489
Material Input
]
0.35
0.15(0.38)
0.45
ubgrade modun at the top o
area
ea [mm2] dius, [mm])
(223)
Density, [t/mm3]
2.321e-9
2.4e-9 (2.16e-9)
1.921e-9
Paper ID 4
1
ulus to verticf subgrade
42
11
al